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The old code (AASHTO Division 1-A Speci cations, 1991) 2 Current codes (AASHTO Standard Speci cation for Highway Bridges, Sixteenth Edition,1996) 3 AASHTO LRFD 2007, Load Resistance Factor Design Speci cations for Highway Bridges 4 Publications ATC 18/23, ATC 32, NCHRP Project 12-49, 2001 and NCHRP Report 472, 2002 In addition for railway bridges, 5 AREMA 2002 Seismic Design for Railway Structures, 9 published by American Railway Engineering and Maintenance-of-Way Association The AASHTO Division I-A provisions were originally issued as a guide speci cation in 1983 and were subsequently incorporated with little modi cation into standard speci cations in 1991 The provisions contained in the AASHTO LRFD Bridge Design Speci cations are based on provisions and approaches carried over from Division I-A, Seismic Design, of the AASHTO Standard Speci cations for Highway Bridges (AASHTO, 1996).

You may remember from the earlier section on Dimension Member Property that we have created a referential relationship between the Employee dimension and Entity dimension, with Employee being the referencing dimension and Entity being the referenced dimension There we had selected the NONE member of Entity dimension as the default value for the Entity member property of Employee dimension Once the Employee and Entity dimensions are loaded with members, the appropriate relationship between the dimensions can be defined for each member of the referencing Employee dimension For each member (row) in the referencing dimension, the corresponding value for the referenced dimension can be selected by clicking on ellipsis ( ) button that is available to the right of the current value of the dimension property that serves as the link between the referencing and referenced dimensions, and then selecting the appropriate referenced dimension member from the Select Members dialog box.

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The seismic design LRFD code is similar to LFD, with only minor differences in the following aspects: Live loads Braking forces Return periods of earthquakes Load resistance Response modi cation factors..

7. Click OK to close the list of values display and return to the Properties tab. 8. If you are satisfied with your customizations, enable the check box Export With Universe and click OK.

In the example given in this chapter, clicking the ellipsis ( ) button next to the NONE value in the Entity column for any member in the Employee dimension (as shown in the top half of Figure 7-22) will open the Member Selector This in turn displays the available members in the referenced Entity dimension Select the check box next to the Name of the appropriate Entity dimension member and then click OK to establish the referential relationship The bottom half of Figure 7-22 shows the Entity dimension property values for all Employee dimension members The referential relationship can be defined for dimension members during the data loading process as well But a detailed explanation of those techniques is beyond the scope of this chapter.

Like methods, properties are specified in an interface without any body. Here is the general form of a property specification: // interface property type name { get; set; }

Loading Dimension from Staging Database Data Integration within Planning Business Modeler refers to the processes involved in moving the business data from multiple sources to the Staging database, validating the data, and moving it from the Staging.

public int LastIndexOf(string value, int startIndex)

System Bootstrap, Version 11.0(10c), SOFTWARE Copyright (c) 1986-1996 by cisco Systems 2500 processor with 6144 Kbytes of main memory F3: 5593060+79544+421160 at 0x3000060 Cisco Internetwork Operating System Software IOS (tm) 2500 Software (C2500-I-L), Version 12.0(5) Copyright (c) 1986-1999 by cisco Systems, Inc. Compiled Tue 15-Jun-99 19:49 by phanguye Image text-base: 0x0302EC70, data-base: 0x00001000 . . . cisco 2504 (68030) processor (revision N) with 6144K/2048K bytes of memory. Processor board ID 18086269, with hardware revision 00000003 Bridging software. X.25 software, Version 3.0.0. Basic Rate ISDN software, Version 1.1. 2 Ethernet/IEEE 802.3 interface(s) 2 Serial network interface(s) 32K bytes of non-volatile configuration memory. 16384K bytes of processor board System flash (Read ONLY) 00:00:22: %LINK-3-UPDOWN: Interface Ethernet0, changed state to up

ciscoasa(config)# interface physical_if_name ciscoasa(config-if)# ipv6 nd dad attempts #_of_attempts ciscoasa(config-if)# ipv6 nd ns-interval #_of_milliseconds

Now the important nal step is to resubstitute the x-expressions in place of the u-expressions. The result is then [sin x]5 cos x dx = sin6 x + C. 6

In this example, the identity name on the certificate is asa1.cisco.com , the organizational unit (OU) or department value is mydepartment , and the organizational value (O) is cisco .

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